[1] Treece R.A., Jirsa J.O., Bond strength of epoxy-coated reinforcing bars, ACI Material Journal, 1989, 86, 167–174 Google Scholar

[2] Cairns J., Abdullah R., Fundamental tests on the effect of epoxy coating on bond strength, ACI Material Journal, 1994, 91, 331–338 Google Scholar

[3] ACI Committee 408R., Bond and development of straight reinforcing bars in tension, American Concrete Institute, Detroit, USA, 2003 Google Scholar

[4] Azizinamini A., Pavel R., Hatfield E., Ghosh S.K.,Behaviour of spliced reinforcing bars embedded in high-strength concrete, ACI Structural Journal, 1999, 96, 826–835 Google Scholar

[5] Harajli M.H., Comparison of bond strength of steel bars in normal and high strength concrete, ASCE Journal of Materials in Civil Engineering, 2004, 16, 365–374 http://dx.doi.org/10.1061/(ASCE)0899-1561(2004)16:4(365)CrossrefGoogle Scholar

[6] Hamed B.S., Rteil A.A., Comparison of roles of FRP sheets, stirrups and steel fibres in confining bond critical regions, ASCE Journal of Composites for Construction, 2006, 10, 330–336 http://dx.doi.org/10.1061/(ASCE)1090-0268(2006)10:4(330)CrossrefGoogle Scholar

[7] Swamy R.N., Epoxy coated rebars-the panacea for steel corrosion in concrete, Construction and Building Materials, 1989, 3, 86–91 http://dx.doi.org/10.1016/S0950-0618(89)80006-6CrossrefGoogle Scholar

[8] Hester C.J., Salamizavareh S., Darwin D., Mc Cabe S.L., Bond of epoxy-coated reinforcement: Splices, ACI Structural Journal, 1993, 90, 89–102 Google Scholar

[9] Choi O.C., Ghaffari H.H., Darwin D., Mc Cabe S.L., Bond of epoxy-coated reinforcement: Bar parameters, ACI Materials Journal, 1991, 88, 207–217 Google Scholar

[10] Hamad B.S., Jirsa J.O., Strength of epoxy coated reinforcing bar splices confined with transverse reinforcement, ACI Structural Journal, 1993, 90, 77–88 Google Scholar

[11] Abrishami H.H,, Cook W.D., Mitchell D., Influence of epoxy-coated reinforcement on response of normal and high strength concrete beams, ACI Structural Journal, 1995, 92, 157–166 Google Scholar

[12] Idun E.K., Darwin D., Bond of epoxy coated reinforcement: Coefficient of friction and rib face angle, ACI Structural Journal, 1999, 96, 609–615 Google Scholar

[13] Cairns J., Abdullah R.B., Influence of rib geometry on strength of epoxy-coated reinforcement, ACI Structural Journal, 1995, 92, 23–27 Google Scholar

[14] ACI Committee 318, Building code requirement for reinforced concrete and commentary (ACI-318-05), American Concrete Institute, Detroit, USA, 1995 Google Scholar

[15] AASTHO Highway sub-committee on bridges and structures, Standard specification for Highway bridges, 14th ed., American Association of state Highway and Transportation Officials, Washington, DC, USA, 1989 Google Scholar

[16] IS 10262-2009, Recommended guidelines for concrete mix design, Bureau of Indian Standards, New Delhi, India, 2009 Google Scholar

[17] IS 12269-1987, Specification for 53 grade ordinary port-land cement, Bureau of Indian Standards, New Delhi, India, 1987 Google Scholar

[18] IS 383-1970, Specification for coarse and fine aggregates from natural sources for concrete (Second Revision), Bureau of Indian Standards, New Delhi, India, 1970 Google Scholar

[19] IS 1786-2008, Specification for high strength deformed steel bars and wires for concrete reinforcement, Bureau of Indian standards, New Delhi, India, 2008 Google Scholar

[20] IS 13620-1993, Specification for fusion bonded epoxy coated reinforcing bars, Bureau of Indian Standards, New Delhi, India, 1993 Google Scholar

[21] Pandurangan K., Experimental studies on effect of fusion bonded epoxy-coated bars on bond and cracking behavior of reinforced concrete, PhD thesis, Indian Institute of Technology Madras, Chennai, India, 2010. Google Scholar

[22] Orangun C.O., Jirsa J.O., Breen J.E., Re-evaluation of test data on development length and splices, ACI Journal, 1977, 74, 114–122 Google Scholar